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Optimum damping in linear isolation systems
Author(s) -
Inaudi Jose A.,
Kelly James M.
Publication year - 1993
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290220704
Subject(s) - dissipation , acceleration , base isolation , damper , structural engineering , mechanics , viscoelasticity , control theory (sociology) , engineering , linear system , physics , reduction (mathematics) , mathematics , classical mechanics , computer science , mathematical analysis , geometry , control (management) , artificial intelligence , thermodynamics
Optimum isolation damping for minimum acceleration response of base‐isolated structures subjected to stationary random excitation is investigated. Three linear models are considered to account for the energy dissipation mechanism of the isolation system: a Kelvin element, a linear hysteretic element and a standard solid linear element, commonly used viscoelastic models for isolation systems comprising natural rubber bearings and viscous dampers. The criterion selected for optimality is the minimization of the mean‐square floor acceleration response. The effects of the frequency content of the excitation and superstructure properties on the optimum damping and on the mean‐square acceleration response are addressed. The study basically shows that the attainable reduction in the floor acceleration largely depends on the energy dissipation mechanism assumed for the isolation system as well as on the frequency content of the ground acceleration process. Special care should be taken in accurately modelling the mechanical behaviour of the energy dissipation devices.